Spękania niskotemperaturowe warstw asfaltowych nawierzchni

• Autorzy: Pszczoła M.

Warianty tytułu

EN

Low temperature cracking of asphalt layers of pavements

• Języki publikacji: PL

Abstrakty

PL

Praca stanowi przegląd dotychczasowych prac badawczych polskich i zagranicznych w zakresie odporności mieszanek minę rai no-asfaltowych na spękania niskotemperaturowe. Przeanalizowano różne czynniki (materiałowe, środowiskowe, związane z konstrukcją nawierzchni i inne) wpływające na powstawanie spękań niskotemperaturowych. Omówiono rozkład temperatury na grubości warstw bitumicznych. Dokonano przeglądu laboratoryjnych metod badań asfaltów i mieszanek mineralno-asfaltowych w niskich temperaturach. Przedstawiono zjawisko relaksacji naprężeń oraz modele mechanizmu spękań termicznych.

EN

This paper is based on up to now studies of Polish and foreign literature in field of resistance of asphalt mixtures to low temperature cracking. The author presented different factors (material, environmental, pavement structure and others) affecting low temperature cracking. Distribution of temperature in asphalt layers was discussed. The laboratory testing methods used for determining of bitumen and asphalt mixtures behaviour in low temperatures were reviewed. The stress relaxation phenomenon and thermal cracking models were presented.

Słowa kluczowe

PL

mieszanki mineralno-asfaltowe; odporność; spękania; rozkład temperatury; warstwy bitumiczne; relaksacja naprężeń

• Wydawca: Instytut Badawczy Dróg i Mostów
• Czasopismo: Drogi i Mosty
• Rocznik: 2006
• Tom: nr 3
• Strony: 73--110
• Opis fizyczny: Bibliogr. 64 poz.

Twórcy

autor

Pszczoła M.

• Zakład Budowy Dróg Politechniki Gdańskiej

Bibliografia

• [1] Stock A.F., Arand W.: Low temperature cracking in polymer modified binders. 2Pro-ceedings of the Association of Asphalt Paving Technologists, 62, 1993, 23-53
• [2] Sybilski D.: Pękanie nawierzchni bitumicznych w niskich temperaturach. Drogownictwo,nr 6, 1999
• [3] Christison J. T., Murray D. W., Anderson K.D.: Stress prediction and low temperature fracture susceptibility of asphalt concrete pavements. Proceedings of the Association of Asphalt Paving Technologists, 41, 1972, 494-523
• [4] Heukelom W., Klomp A.J.G.: Road design and dynamic loading. Proceedings of the Association of Asphalt Paving Technologists, 33, 1964, 92-125
• [5] Hills J.F., Brien D.: The fracture of bitumens and asphalt mixes by temperature induced stresses. Proceedings of the Association of Asphalt Paving Technologists, 35, 1966, 292-309
• [6] Van der Poel C.: A general system describing the visco-elastic properties of bitumens and its relation to routine test data. Journal of Applied Chemistry, 4, 1954, 221
• [7] Rogue R., Ruth B.E,: Cracking mechanisms of asphalt concrete pavements at low service temperatures. Proceedings Canadian Technical Asphalt Association, 1988, 56-75
• [8] Ehrola E.: On the temperature of road structures. Oulu Finland, 1974
• [9] Kallas B.F.: Asphalt pavement temperatures. Highway Research Record number 150, Highway Research Board, 1 -91
• [10] Boutin G., Lupien C.: Thermal cracking of asphalt pavement. Euroasphalt and Euro-bitume Congress, Barcelona, Hiszpania 2000
• [11] Asphalt Institute: Asphalt Overlays for Highway and Streets Rehabilitation. Manual Series, 17 June 1983
• [12] Sybilski D., Mirski K.: Dobór asfaltu do nawierzchni w polskich warunkach klimatycznych z uwzględnieniem procedur SHRP/Superpave. VI Międzynarodowa Konferencja ,,Trwale i bezpieczne nawierzchnie drogowe", Kielce 2000, Tl, 213 - 221
• [13] Haas R. C. G., Phang W.A.: Relationships between mix characteristics and low temperature pavement cracking. Proceedings, Association of Asphalt Paving Technologists, 57, 1988
• [14] Isacsson U., Vinson T.S., ZengH.: The influence of material factors on the low temperature cracking of asphalt mixtures. Mechanical Tests for Bituminous Materials, RILEM Symposium, editors Di Benedetto H., Francken L., Lyon 1997
• [15] Zeng H.: On the low temperature cracking of asphalt pavements. Report TRITA-IP FR 95-7, Division of Highway Engineering, Royal Institute of Technology, Stockholm, Sweden, 1995
• [16] Jung D.H., Vinson T.S.: Low temperature cracking: test selection. Strategic Highway Research Program SHRP-A-400, Washington D.C., 1994
• [17] Fabb T.R.J.: The influence of mix composition, binder properties and cooling rate on asphalt cracking at low temperatures. Proceedings of the Association of Asphalt Paving Technologists, 43, 1973
• [18] Fortier R., Vinson T.S.: Low-temperature cracking and aging performance of modified asphalt concrete specimens. Transportation Research Board, 69th Annual Meeting, Washington D.C., 1990
• [19] Epps A.L.: A comparison of measured and predicted low temperature cracking conditions. Proceedings of the Association of Asphalt Paving Technologists, 67, 1998
• [20] Leahy R.B., Monismith C.L., Lundy J.R.: Performance-based properties of asphalt concrete mixes. Symposium ,,Engineering Properties of Asphalt Mixtures and the Relationship to their Performance", ASTM Committee D-4 on Road and Paving Materials, Phoenix, USA 1994
• [2l] Arand W.: Behaviour of asphalt aggregate mixes at low temperatures. IV International RILEM Symposium, Budapest, 1990
• [22] Isacsson U.,LuX.: Testing and appraisal of polymer modified road bitumen - state of the art. Materials and Structures, 28, 1995
• [23] KingG.N., KingH.W., Harders O.,ArandW., PlancheP.: Influence of asphalt grade and polymer concentration on the low temperature performance of polymer modified asphalt. Proceedings of the Association of Asphalt Paving Technologists, 62, 1993, 1-22
• [24] Raad L, Saboundjian S., Sebaaly P., Epps J.: Thermal cracking models for AC and modified AC mixes in Alaska. Transportation Research Board Meeting, Washington, D.C.1998
• [25] Sybilski D.: Ocena właściwości niskotemperaturowych lepiszczy asfaltowych i mieszanek mineralno-asfaltowych. Drogi i Mosty, nr 2/2004
• [26] Jung D.H., Vinson T.S.: Low temperature cracking resistance of asphalt concrete mixtures. Proceedings of the Association of Asphalt Paving Technologists, 62, 1993, 54-92
• [27] Sybilski D., Styk S.: Stiffnes modulus of bituminous mixtures: Influence of temperature, mixture's type and binder. Mechanical Tests for Bituminous Materials, RILEM Symposium, editors Di Benedetto H. , Francken L., Lyon 1997
• [28] Fromm H.J., Phang W.A.: A study of transverse cracking of bituminous pavements. Proceedings of the Association of Asphalt Paving Technologists, 41,1972,383-423
• [29] Stoffels S.M., Kwanda D.: Determination of the Coefficient of Thermal Contraction of Asphalt Concrete Using the Resistance Strain Gage Technique. Proceedings, Association of Asphalt Paving Technologists, 65, 1996, 73-90
• [30] DomaschukL., Skarsgard P.S., Christianson R.H.: Cracking of Asphalt Pavements Due to Thermal Contraction. Journal of Soils and Materials, 1964, 395-402
• [31] Hooks C. C., Goetz W.H.: Laboratory Thermal Expansion Measuring Techniques Applied to Bituminous Concrete. U.S. Army Engineering Waterways Experimental Station, Corps of Engineers. Report 20, August 1964
• [32] Monismith C., Secor G., Secor K.: Temperature induced stresses and deformations in asphalt concrete. Proceedings, Association of Asphalt Paving Technologists, 34, 1965
• [33] Littlefield G.: Thermal Expansion and Contraction Characteristics of Utah Asphaltic Concretes. Proceedings, Association of Asphalt Paving Technologists, 36, 1967, 673-701
• [34] Jones G.M., Darter M.I., Littlefield G.: Thermal Expansion-Contraction of Asphaltic Concrete. Proceedings, Association of Asphalt Paving Technologists, 37, 1968, 56-77
• [35] Burgess R.A., Kopvillem O., YoungF.D.: Ste. Anne Test Road - Relationships Between Predicted Fracture Temperatures and Low Temperature Field Performance. Proceedings, Association of Asphalt Paving Technologists, 40, 1971, 148-193
• [36] Osterkamp T.E., Baker G.C., Hamer B.T., Gosink J.P., Peterson J.K., Groul V.: Low-Temperature Transverse Cracks in Asphalt Pavements in Interior Alaska. Alaska Department of Transportation and Public Facilities, Report No. AK-RD-86-26, 1986
• [37] Janoo V., Bayer J. Jr, Walsh M.: Thermal Stress Measurements in Asphalt Concrete. CRREL Report 93-10, July 1993
• [38] Young F.D., Deme I., Burgess R.A., Kopvillem O.: Ste. Anne Test Road - construction summary and performance after two years service. Proceedings Canadian Technical Asphalt Association, 1969, 50-109
• [39] Palsat D. P.: A study of low temperature transverse cracking in Alberta. Proceedings Canadian Technical Asphalt Association, 1988, 218-235
• [40] Szydio A.: Wplyw wybranychparametrowna spejcania skurczowe nawierzchni bitumicznych. Drogownictwo, nr 4-5, 1989, 95 - 97
• [41] Sybilski D.: Wymagania T metody badań drogowych lepiszczy bitumicznych według strategicznego drogowego programu badawczego (SHRP) Stanów Zjednoczonych A.P., Drogownictwo, nr 3, 1995, 66-72
• [42] Bahia H. U., Anderson D.A.: The bending beam rheometer: a simple device for measuring low-temperature cracking rheology of asphalt binders. Proceedings, Association of Asphalt Paving Technologists, 61, 1992
• [43] Petersen J.C., Robertson R.E., BranthaverJ.F., Anderson D.A.: Binder characterization and evaluation. Final Report to Strategic Highway Research Program, Asphalt Project A-002A, 1993
• [44] Haas R. C. G.: A method for designing asphalt pavements to minimize low-temperature cracking. Asphalt Institute Research Report 73-1, Jan. 1973
• [45] Kallas B.F.: Low temperature mechanical properties of asphalt concrete. Asphalt Institute Research Report, No. RR-82-3, 1982
• [46] Busby E., Rader L.F.: Flexure stiffness properties of asphalt concrete at low temperatures. Proceedings, Association of Asphalt Paving Technologists, 41, 1972
• [47] Jung D.H. Vinson T.S.: Low temperature cracking: binder validation. Strategic Highway Research Program SHRP-A-399, Washington B.C. 1994
• [48] Kanerva K.H., Vinson T.S. ZengH.: Low temperature cracking: field validation of the thermal stress restrained specimen test. Strategic Highway Research Program SHRP-A-401, Washington D.C. 1994
• [49] Valkering C.P., Jongeneel D.J.: Acoustic emission for evaluating the relative performance of asphalt mixes under thermal loading conditions. Proceedings, Association of Asphalt Paving Technologists, 60, 1991, 160-187
• [50] Bahia H.U., Anderson D.A.: The development of the Bending Beam Rheometer; basics and critical evaluation of the rheometer. Symposium ,,Physical Properties of Asphalt Cement Binders", ASTM Committee D-4 on Road and Paving Materials, Dallas, USA 1993
• [51] Gaweł I, Kalabińska M., Piłat J.: Asfalty drogowe. Wydawnictwa Komunikacji i Łączności, Warszawa 2001
• [52] Derski W., Ziemba S.: Analiza modeli reologicznych. Polska Akademia Nauk, Warszawa 1968
• [53] Judycki J.: Modele reologiczne betonu asfaltowego. Zeszyty Naukowe Politechniki Gdańskiej, Budownictwo Lądowe, 368, 1984, 124-147
• [54] Judycki J:. Drogowe asfalty i mieszanki mineralno-asfaltowe modyfikowane elastomerem. Zeszyty Naukowe Politechniki Gdańskiej, Budownictwo Lądowe, 452,1991
• [55] Arand W.: Funktionelle Anforderungen an Bitumen und Asphalt - Pruftechnische Ansprache des Verformungswiderstandes, der Ribresistenz und der Ermudungs-bestandigkeit von Asphalten. Bitumen 3/1996, Funkcjonalne wymagania dla asfaltu i zagęszczonych mieszanek mineralno-asfaltowych, oznaczenie odporności na deformacje, spękania i zmęczenie, Nowości Zagranicznej Techniki Drogowej nr 129/97
• [56] Humphreys J.S., Martin C.J.: Determination of Transient Thermal Stresses in a Slab with Temperature-Dependent Viscoelastic Properties. Transactions of the Society of Rheology, VII, 1963, 155-170
• [57] Still P.B.: Thermal stresses in bituminous flexible pavements. Transport and Road Research Laboratory, Department of the Environment, Report LR 433, 1972
• [58] Lytton R.L., Shanmugham U.: Analysis and design of pavements to resist thermal cracking using fracture mechanics. Proceedings of 5th International Conference on Structural Design of Asphalt Pavements, University of Michigan, 1982, 818-830
• [59] Ruth B.E., BloyL.A.K., Avital A.A.: Prediction of pavement cracking at low temperatures. Proceedings, Association of Asphalt Paving Technologists, 51, 1982
• [60] Shahin M. Y., McCullough B.F,; A damage model for predicting temperature cracking in flexible pavements. Centre for Highway Research, The University of Texas at Austin, December 1973
• [61] Hiltunen D.R., Roque R.: A mechanics-based prediction model for thermal cracking of asphaltic concrete pavements. Proceedings of the Association of Asphalt Paving Technologists, 63, 1994, 81-108
• [62] Hajek J.J., Haas R.C.G.: Predicting low temperature cracking frequency of asphalt concrete pavements. Highway Research Record, No. 407, 1972, 39-54
• [63] Marasteanu M.O., LiX., Clyne T.R., Voller V.R., Timm D.H., Newcomb D.E.: Low temperature cracking of asphalt concrete pavements. Final Report No MN/RC-2004-23, Minnesota Department of Transportation, March 2004
• [64] Haas R., Meyer F., AssafG., Lee H.: A comprehensive study of cold climate airfield pavement cracking. Proceedings, Association of Asphalt Paving Technologists, 56, 1987